2.4.2 Chemicals
Due to the strict requirements of the measurement, distilled water and chemicals must be of high purity. During the research process, we used the following chemicals:
1. Merck HNO3 Acid 65 %
2. Merck 37% HCl Acid
3. CH 3 COONH 4 solid Merck
4. NH 2 OH.HCl solid Merck
5. CH 3 COOH 100% Merck
6. Merck 1000ppm Pb standard solution
7. Merck Cd 1000ppm standard solution
8. MESS-3 Canadian Standard Sediment Sample
To minimize contamination, all instruments are soaked in 10% HNO 3 for 24 hours before use, then washed with distilled water.
2.4.3 Preparation of chemicals and standard solutions
1. CH 3 COONH 4 1M solution : Dissolve 77g CH 3 COONH 4 in 1 liter of water
keep
2. Acidify 1M CH 3 COONH 4 solution to pH = 5 with HOAc: Use a machine
Measure pH and adjust to pH=5 with HOAc.
3. 25% CH 3 COOH solution : Dilute 250ml of pure CH 3 COOH acid with distilled water to 1 liter of solution.
4. 0.04M NH 2 OH.HCl solution in 25% HOc (V/V): Dissolve 2.58g of solid NH 2 OH.HCl in 1 liter of 25% CH 3 COOH.
5. 20% HNO 3 solution : Dilute 30.77ml of 65% HNO 3 with distilled water to 100ml of solution.
6. CH 3 COONH 4 3.2M solution in 20% HNO 3 : Dissolve 24.64 g of solid CH 3 COONH 4 in 100ml of 20 % HNO 3 solution .
7. Working standard solution Pb 100ppm: Dilute 10ml of Pb 1000ppm with distilled water to the 100ml mark.
8. Working standard solution Cd 10ppm: Dilute 1ml Cd 1000ppm with distilled water to the 100ml mark.
2.5 Statistical processing of obtained results
CHAPTER 3: RESULTS AND DISCUSSION
3.1 Investigation of the influence of background on flame measurement
Prepare solutions from working standard solution Pb 100mg/l, Cd 10mg/l and use CH 3 COONH 4 1M, CH 3 COONH 4 1M solutions acidified to pH = 5 with HOAc, NH 2 OH.HCl 0.04M in HOAc 25%, CH 3 COONH 4 3.2M in HNO 3
20% and aqua regia mixture (3:1 HCl : HNO 3 mixture ) as background, measure AAS and record the absorbance value. The results are shown in table 3.1 3.10
Table 3.1 Lead solutions in CH 3 COONH 4 1M base
Order
Pb concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 2 | 0.020 |
3 | 4 | 0.040 |
4 | 6 | 0.062 |
5 | 8 | 0.084 |
6 | 10 | 0.108 |
Maybe you are interested!
-
Solutions for tourism development in Tien Lang - 10
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zt2a3gstourism, tourism development
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- District People's Committees and authorities of communes with tourist attractions should support, promote, and provide necessary information to people, helping them improve their knowledge about tourism. Raise tourism awareness for local people.
*
* *
Due to limited knowledge and research time, the thesis inevitably has shortcomings. Therefore, I look forward to receiving guidance from teachers, experts as well as your comments to make the thesis more complete.
Chapter III Conclusion
Through the issues presented in Chapter II, we can come to some conclusions:
Based on the strengths of available tourism resources, the types of tourism in Tien Lang that need to be promoted in the coming time are sightseeing and resort tourism, discovery tourism, weekend tourism. To improve the quality and diversify tourism products, Tien Lang district needs to combine with local cultural tourism resources, at the same time combine with surrounding areas, build rich tourism products. The strengths of Tien Lang tourism are eco-tourism and cultural tourism, so developing Tien Lang tourism must always go hand in hand with restoring and preserving types of cultural tourism resources. Some necessary measures to support and improve the efficiency of exploiting tourism resources in Tien Lang are: strengthening the construction of technical facilities and labor force serving tourism, actively promoting and advertising tourism, and expanding forms of capital mobilization for tourism development.
CONCLUDE
I Conclusion
1. Based on the results achieved within the framework of the thesis's needs, some basic conclusions can be drawn as follows:
Tien Lang is a locality with great potential for tourism development. The relatively abundant cultural tourism resources and ecological tourism resources have great appeal to tourists. Based on this potential, Tien Lang can build a unique tourism industry that is competitive enough with other localities within Hai Phong city and neighboring areas.
In recent years, the exploitation of the advantages of resources to develop tourism and build tourist routes in Tien Lang has not been commensurate with the available potential. In terms of quantity, many resource objects have not been brought into the purpose of tourism development. In terms of time, the regular service time has not been extended to attract more visitors. Infrastructure and technical facilities are still weak. The labor force is still thin and weak in terms of expertise. Tourism programs and routes have not been organized properly, the exploitation content is still monotonous, so it has not attracted many visitors. Although resources have not been mobilized much for tourism development, they are facing the risk of destruction and degradation.
2. Based on the results of investigation, analysis, synthesis, evaluation and selective absorption of research results of related topics, the thesis has proposed a number of necessary solutions to improve the efficiency of exploiting tourism resources in Tien Lang such as: promoting the restoration and conservation of tourism resources, focusing on investment and key exploitation of ecotourism resources, strengthening the construction of infrastructure and tourism workforce. Expanding forms of capital mobilization. In addition, the thesis has built a number of tourist routes of Hai Phong in which Tien Lang tourism resources play an important role.
Exploiting Tien Lang tourism resources for tourism development is currently facing many difficulties. The above measures, if applied synchronously, will likely bring new prospects for the local tourism industry, contributing to making Tien Lang tourism an important economic sector in the district's economic structure.
REFERENCES
1. Nhuan Ha, Trinh Minh Hien, Tran Phuong, Hai Phong - Historical and cultural relics, Hai Phong Publishing House, 1993
2. Hai Phong City History Council, Hai Phong Gazetteer, Hai Phong Publishing House, 1990.
3. Hai Phong City History Council, History of Tien Lang District Party Committee, Hai Phong Publishing House, 1990.
4. Hai Phong City History Council, University of Social Sciences and Humanities, VNU, Hai Phong Place Names Encyclopedia, Hai Phong Publishing House. 2001.
5. Law on Cultural Heritage and documents guiding its implementation, National Political Publishing House, Hanoi, 2003.
6. Tran Duc Thanh, Lecture on Tourism Geography, Faculty of Tourism, University of Social Sciences and Humanities, VNU, 2006
7. Hai Phong Center for Social Sciences and Humanities, Some typical cultural heritages of Hai Phong, Hai Phong Publishing House, 2001
8. Nguyen Ngoc Thao (editor-in-chief, Tourism Geography, Hai Phong Publishing House, two volumes (2001-2002)
9. Nguyen Minh Tue and group of authors, Hai Phong Tourism Geography, Ho Chi Minh City Publishing House, 1997.
10. Nguyen Thanh Son, Hai Phong Tourism Territory Organization, Associate Doctoral Thesis in Geological Geography, Hanoi, 1996.
11. Decision No. 2033/QD – UB on detailed planning of Tien Lang town, Hai Phong city until 2020.
12. Department of Culture, Information, Hai Phong Museum, Hai Phong relics
- National ranked scenic spot, Hai Phong Publishing House, 2005. 13. Tien Lang District People's Committee, Economic Development Planning -
Culture - Society of Tien Lang district to 2010.
14.Website www.HaiPhong.gov.vn
APPENDIX 1
List of national ranked monuments
STT
Name of the monument
Number, year of decisiondetermine
Location
1
Gam Temple
938 VH/QĐ04/08/1992
Cam Khe Village- Toan Thang commune
2
Doc Hau Temple
9381 VH/QĐ04/08/1992
Doc Hau Village –Toan Thang commune
3
Cuu Doi Communal House
3207 VH/QĐDecember 30, 1991
Zone II of townTien Lang
4
Ha Dai Temple
938 VH/QĐ04/08/1992
Ha Dai Village –Tien Thanh commune
APPENDIX II
STT
Name of the monument
Number, year of decision
Location
1
Phu Ke Pagoda Temple
178/QD-UBJanuary 28, 2005
Zone 1 - townTien Lang
2
Trung Lang Temple
178/QD-UBJanuary 28, 2005
Zone 4 – townTien Lang
3
Bao Khanh Pagoda
1900/QD-UBAugust 24, 2006
Nam Tu Village -Kien Thiet commune
4
Bach Da Pagoda
1792/QD-UB11/11/2002
Hung Thang Commune
5
Ngoc Dong Temple
177/QD-UBNovember 27, 2005
Tien Thanh Commune
6
Tomb of Minister TSNhu Van Lan
2848/QD-UBSeptember 19, 2003
Nam Tu Village -Kien Thiet commune
7
Canh Son Stone Temple
2160/QD-UBSeptember 19, 2003
Van Doi Commune –Doan Lap
8
Meiji Temple
2259/QD-UBSeptember 19, 2002
Toan Thang Commune
9
Tien Doi Noi Temple
477/QD-UBSeptember 19, 2005
Doan Lap Commune
10
Tu Doi Temple
177/QD-UBJanuary 28, 2005
Doan Lap Commune
11
Duyen Lao Temple
177/QD-UBJanuary 28, 2005
Tien Minh Commune
12
Dinh Xuan Uc Pagoda
177/QD-UBJanuary 28, 2005
Bac Hung Commune
13
Chu Khe Pagoda
177/QD-UBJanuary 28, 2005
Hung Thang Commune
14
Dong Dinh
2848/QD-UBNovember 21, 2002
Vinh Quang Commune
15
President's Memorial HouseTon Duc Thang
177/QD-UBJanuary 28, 2005
NT Quy Cao
Ha Dai Temple
Ben Vua Temple
Tien Lang hot spring
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The Level of Emotional Intelligence of Investigators in the Security Investigation Department of the Ministry of Public Security -
Percentage of Investigation Articles Using Role-Playing Skills (%) -
Procedure for Applying Law in Criminal Investigation Cases -
Characteristics of the Practice of the Right to Prosecute During the Investigation Stage of a Case of Intentionally Causing Injury or Harm to the Health of Another Person.

Table 3.2 Acidified lead solutions in CH 3 COONH 4 1M base
Order
Pb concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 2 | 0.021 |
3 | 4 | 0.041 |
4 | 6 | 0.063 |
5 | 8 | 0.084 |
6 | 10 | 0.109 |
Table 3.3 Lead solutions in NH 2 OH.HCl 0.04M base in 25% HOAc
Order
Pb concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 2 | 0.021 |
3 | 4 | 0.042 |
4 | 6 | 0.064 |
5 | 8 | 0.087 |
6 | 10 | 0.109 |
Table 3.4 Lead solutions in the base CH 3 COONH 4 3.2M in HNO 3 20%
Order
Pb concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 2 | 0.022 |
3 | 4 | 0.044 |
4 | 6 | 0.066 |
5 | 8 | 0.088 |
6 | 10 | 0.110 |
Table 3.5 Acidic lead solutions
Order
Pb concentration (mg/l) | Volume of aqua regia (ml) | Absorbance (A) measurable | |
1 | 0 | 1 | 0.000 |
2 | 2 | 1 | 0.020 |
3 | 4 | 1 | 0.043 |
4 | 6 | 1 | 0.065 |
5 | 8 | 1 | 0.087 |
6
10 | 1 | 0.109 |
Table 3.6 Cadmium solutions in CH 3 COONH 4 1M base
Order
Cd concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 0.2 | 0.037 |
3 | 0.4 | 0.073 |
4 | 0.6 | 0.111 |
5 | 0.8 | 0.138 |
6 | 1 | 0.183 |
Table 3.7 Acidified cadmium solutions in CH 3 COONH 4 1M base
Order
Cd concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 0.2 | 0.037 |
3 | 0.4 | 0.074 |
4 | 0.6 | 0.114 |
5 | 0.8 | 0.150 |
6 | 1 | 0.184 |
Table 3.8 Cadmium solutions in NH 2 OH.HCl 0.04M base in 25% HOAc
Order
Cd concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 0.2 | 0.038 |
3 | 0.4 | 0.075 |
0.039
0.039
0.038
0.038
0.037
0.037
0.036
Effect of background on A of Cd at 0.2 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
CH3COONH4
3.2M In HNO3 20%
Hydropower
1M
1M acidified 0.04M in
25%
Background
0.079
0.078
0.077
0.076
0.075
0.074
0.073
0.072
0.071
0.070
Effect of background on A of Cd at 0.4 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
CH3COONH4
3.2M In HNO3 20%
Hydropower
1M
1M acidified 0.04M in
25%
Background
0.116
0.115
0.114
0.113
0.112
0.111
0.110
0.109
0.108
Effect of background on A of Cd at 0.6 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
1M
1M acidified 0.04M in
25%
Background
CH3COONH4 Mixture 3.2M In aqua regia
HNO3 20%
0.160
0.155
0.150
0.145
0.140
0.135
0.130
0.125
Effect of background on A of Cd at 0.8 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
CH3COONH4
3.2M In HNO3 20%
Hydropower
1M
1M acidified 0.04M in
25%
Background
0.192
0.190
0.188
0.186
0.184
0.182
0.180
0.178
Effect of background on A of Cd at 1 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
CH3COONH4
3.2M In HNO3 20%
Hydropower
1M
1M acidified 0.04M in
25%
Background
0.022
0.022
0.021
0.021
0.020
0.020
0.019
Effect of background on A of Pb at 2 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
CH3COONH4
3.2M In HNO3 20%
Hydropower
1M
1M acidified 0.04M in
25%
Background
0.044
0.043
0.042
0.041
0.040
0.039
0.038
Effect of background on A of Pb at 4 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
CH3COONH4
3.2M In HNO3 20%
Hydropower
1M
1M acidified 0.04M in
25%
Background
Effect of background on A of Pb at 6 mg/l concentration
0.067
0.066
0.065
0.064
0.063
0.062
0.061
0.060
CH3COONH4 CH3COONH4 NH2OH.HCl
1M
1M acidified 0.04M in
25%
Background
CH3COONH4 Mixture 3.2M In aqua regia HNO3 20%
0.089
0.088
0.087
0.086
0.085
0.084
0.083
0.082
Effect of background on A of Pb at 8 mg/l concentration
CH3COONH4 CH3COONH4 NH2OH.HCl
CH3COONH4
3.2M In HNO3 20%
Hydropower
1M
1M acidified 0.04M in
25%
Background
Absorbance A
Absorbance A
Absorbance A
Absorbance A
Absorbance A
Absorbance A
Absorbance A
Absorbance A
Absorbance A
4
0.6 | 0.115 | |
5 | 0.8 | 0.153 |
6 | 1 | 0.186 |
Table 3.9 Cadmium solutions in CH 3 COONH 4 3.2M base in HNO 3 20%
Order
Cd concentration (mg/l) | Measured absorbance (A) | |
1 | 0 | 0.000 |
2 | 0.2 | 0.038 |
3 | 0.4 | 0.078 |
4 | 0.6 | 0.116 |
5 | 0.8 | 0.156 |
6 | 1 | 0.190 |
Table 3.10 Acidic cadmium solutions
Order
Cd concentration (mg/l) | Volume of aqua regia (ml) | Absorbance (A) measurable | |
1 | 0 | 1 | 0.000 |
2 | 0.2 | 1 | 0.037 |
3 | 0.4 | 1 | 0.076 |
4 | 0.6 | 1 | 0.114 |
5 | 0.8 | 1 | 0.153 |
6 | 1 | 1 | 0.189 |
The results are shown in Figure 3.1:
Absorbance A
0.111 Effect of background on A of Pb at concentration of 10 mg/l | ||||
0.110 | ||||
0.109 | ||||
0.108 | ||||
0.107 | ||||
0.106 | ||||
CH3COONH4 CH3COONH4 1M 1M acidified | NH2OH.HCl 0.04M in 25% HOc Background | CH3COONH4 3.2M In HNO3 20% | Hydropower | |
0.105
Figure 3.1 Effect of substrates at each concentration
The obtained A absorbance values show that in general, for the elements at different concentrations, the obtained A values do not change much, they tend to increase gradually from the background CH 3 COONH 4 1M CH 3 COONH 4 1M acidified NH 2 OH.HCl 0.04M in 25% HOAc CH 3 COONH 4 3.2M in 20% HNO 3 and slightly decrease in the background of aqua regia. The A absorbance obtained in the background CH 3 COONH 4 is the lowest, with the background CH 3 COONH 4 3.2M in 20% HNO 3 giving the highest A absorbance.
3.2 Investigation of the combustion gas ratio in flame measurement
3.2.1 Measurement of lead element
Take 5 mg /l Pb solution, adjust the amount of C2H2 gas , keep the amount of compressed air supplied according to the ratios (table 3.11), then measure the absorption A.
Table 3.11 Absorption A of lead varies with the proportion of combustible gas
Gas ratio (C 2 H 2 : air)
Absorbance A | |
2:10 | 0.047 |
1.5:10 | 0.045 |
1:10 | 0.045 |
0.5:10 | 0.043 |
The results showed that the gas ratio C 2 H 2 : air was 2:10 for the largest absorption A.
3.2.2 Measurement of cadmium element
Proceed similarly to the lead element, using 0.5 mg/l cadmium solution, keeping the amount of compressed air supplied in the same proportions, the results are as in table 3.12:
Table 3.12 Absorption A of cadmium varies with the combustion gas ratio
Gas ratio (C 2 H 2 : air)
Absorbance A | |
2:10 | 0.087 |
1.5:10 | 0.068 |
1:10 | 0.059 |
0.5:10 | 0.056 |
The results showed that similar to lead, the ratio of C 2 H 2 : air was 2:10 for the largest absorption A.
3.3 Investigation of sample suction rate in flame measurement
3.3.1 Measurement of lead element
Adjust the sample suction speed with 2ml of 5mg/l lead solution, then measure the absorbance A, the results are presented in table 3.13:
Table 3.13 Absorbance A of lead varies with sample suction rate
Sampling time (seconds, s)
Suction rate (ml/min) | Absorbance A | |
100 | 1.2 | 0.014 |
75 | 1.6 | 0.035 |
61 | 2 | 0.039 |
30 | 4 | 0.048 |
24 | 5 | 0.046 |





